Static Equilibrium and Friction презентация

1. Statics: Recall Conditions of Equilibrium For an object to be static, two conditions must be fulfilled: No resultant force in any direction ( Fup

Слайд 1L10 – Static Equilibrium and Friction

1. Statics
2. Stability and Toppling
3. Friction

and Force of Friction
4. Coefficient of Static Friction
and coefficient of Kinetic Friction


Слайд 21. Statics: Recall Conditions of Equilibrium
For an object to be static,

two conditions must be fulfilled:
No resultant force in any direction
( Fup = Fdown, and Fright = Fleft)
No resultant torque about any axis.
(Moments acting to give a cw rotation= Moments acting to give an acw rotation)

Mathematically:

(Eq.1)

(Eq.2)


Слайд 3 Static Equilibrium Examples


Слайд 4 Static Equilibrium Examples


Слайд 5Example 1:
A beam AB of length 5.00 m, weight 200 N

is supported horizontally by two vertical ropes x, y at A and B respectively. Calculate the tensions in the ropes if a man weighing 700 N stands on the beam at 2.00 m from A.

Слайд 62. Stability and Toppling


Слайд 7Example 2: Stability and toppling
A 40.0 x 50.0 cm block sits

on a rough plane. The inclination of the plane is increased gradually.
1) When will the block topple to the left?
2) At what angle of inclination will the block topple?

Слайд 83. Friction
Friction plays a dual role in our lives:
Impedes motion of

objects, causes abrasion
On the other hand, without it, we could not walk, drive cars, climb ropes or use nails.
Friction is a contact force that opposes the relative motion of two bodies
In 1748, Euler made a distinction between static and kinetic friction.
If an object does not move, then the applied force must be exactly equal (in magnitude) to the force of static friction. (if these are the only 2 forces acting in the direction of motion, of course)

Слайд 9 Where points of contact cause very high pressure, temporary bonding occurs.
To

slide the brick horizontally, some work must be done, lifting and deforming the surface.


3.1. Origin of Friction


Слайд 103.2. Measuring Frictional Force
Experimentally, it is found that

the limiting frictional force, Ff is proportional to the normal reaction force, N. Therefore:

|Ff|= μ|N|

where μ is the
coefficient of friction.

Ff is perpendicular to the Normal Force

Often taken from Some point – Centre of Mass

(Eq.3)


Слайд 114. Coefficient of friction, μ
You must distinguish between
the coefficient of

sliding (kinetic) friction μk
and the coefficient of static friction μs.

Generally μk < μs.

E.g. for rubber on dry concrete, μs = 1.00 and μk = 0.8; on wet concrete, μs = 0.300 and μk = 0.250


Слайд 124.1. Static vs. Kinetic Forces of Friction


Слайд 134.2. Frictional Force does Work
Friction does work:
W = Ff d

cosθ

This energy becomes heat and sound and is usually not useful. Ff is an example of a dissipative force.


Слайд 14
Example 3:
A box of 2.00 kg sits on a rough slope.


If μs = 0.200 and the angle of inclination is 20.0º, find force T if the box is just about to slide up the slope.

Слайд 15Example 4: Ladder Problem
A uniform 6.00 m long ladder of 10.0

kg leans against a wall. The wall is smooth and the floor is rough.
Draw a FBD.
Find:
a) The reaction force from the wall;
b) N and Ff at ground;
c) μs,min so that the ladder does not slide.

Слайд 16Example 5:
Find the:
a) Tension in each cable;
b) Reaction force of the

hinge acting on the strut.

T1

T2

M

The box and the uniform strut have equal masses.

M


Слайд 17CHECK LIST and READING
READING :
Serway - Section 4.6 , Examples

4.8, 4.9 (pages 77-78) Section 8.2 – Example 8.3 (pages 178-179) Section 8.4 – Examples 8.5, 8.6 (pages 181-183)
Adams and Allday - Sections: 3.5, 3.7, 3.25.

At the end of this lecture you should
State the 2 conditions for static equilibrium of a rigid body
Understand the nature of friction and that it is a contact force proportional to the normal reaction force
Understand the origin of the coefficient of static friction
Be able to perform calculations to find the forces and torques acting on different bodies in a number of different situations of static equilibrium

Слайд 18Numerical Answers to Examples
Ex. 1 : X = 0.520 kN, Y

= 0.380 kN
Ex. 2 : a) Block topples when CM is not supported.
b) angle = 38.7 degrees
Ex. 3 : T = 11.9 N
Ex. 4 : a) R = 28.3 N b) N = 98.1 N, Ff = 28.3 N c) μs ≥ 0.289
Ex. 5 : a) T1 = (2.60)Mg, T2 = Mg, b) F = (3.28) Mg
at 37.6 degrees from horizontal ‘x’ axis

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